Usodi, M.Duhrol (2007) STUDI PERENCANAAN INSTALASI AIR PADA RUMAH SAKIT MARDI WALUYO KOTA BLITAR JAWA TIMUR. Other thesis, University of Muhammadiyah Malang.
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STUDI_PERENCANAAN_INSTALASI_AIR_PADARUMAH_SAKIT_MARDI_WALUYO_KOTA_BLITARJAWA_TIMUR.pdf Download (108kB) | Preview |
Abstract
Installation of water is a part of the structure where in the process should be with precision. This is also true in the planning of a hospital building, which is referred to in this case are planning on building water installations Mardi Waluyo Hospital East Java town of Blitar. Mardi Waluyo Hospital Blitar town which has an area of approximately 3 hectares of this has some support facilities as well as clinic buildings, buildings of hospitalization, emergency buildings and others. It required the installation plan with adequate water to meet the needs of clean water, the handling of the remaining fresh water use and handle the overflow of water when it rains. There are two types of installation of water that is clean water and dirty water. Clean water is sourced from Blitar city taps into a reservoir keground then proceed to the reservoir water then flowed by gravity system. While the water is dirty remnants / utilization of clean water in the complex building Mardi Waluyo Hospital Blitar directly discharged into wastewater treatment. In planning the installation of this water is the main priority is the maximum rainfall data processing and contour to determine the dimensions of drainage. Then the data spacious rooms, spacious garden to determine the amount of water and water needs of the rest of the use of dirty water. Plan and lay out to determine the network of drainage systems and plumbing systems network. This planning study enabled to determine the design of drainage channels drainage system plan only drain rain water runoff discharge from the design rainfall 138.038 mm with a diameter of 0.60 m channel and to total clean water needs in hospitals Mardi Waluyo 149.289 m3/day, clean water pipe installation used is PVC pipe. Of all the remaining usage per unit of wastewater discharge obtained at 3 h m3/day with dimensions pool (pool depth) = 2.5 m, W (width of pool) = 2 m, L (length of pool) = 4 m, height space free = 0.5 m and the installation of sewage pipes used are PVC pipe. For further planning optimization system can delengkapi with the installation of water, drainage in order to obtain results that optiumum
| Item Type: | Thesis (Other) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (22201) |
| Depositing User: | Rayi Tegar Pamungkas |
| Date Deposited: | 19 Jun 2012 02:40 |
| Last Modified: | 19 Jun 2012 02:40 |
| URI : | http://eprints.umm.ac.id/id/eprint/8428 |
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